HomeMy WebLinkAbout2456-211
QgS=100.6 c.f.s.
=79.0 c.f.a.
=55.0 c.f.s.
&
z
300
1745.76 N
>> %0
PROPOSED FINISH SURFACE/�2 / m
OVER CA OF PIPE /
1
174.23 INV. / / �Ld►
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ao HGL25 ••
. N
iw
PROPOSEDA.
f-720� 8" SEWER' 0
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ad W m
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7 C4
Is �►' m �`� j� O� � s w �
EX. 48" R.C.P. _ .�-� ��' to
Z m $ CONS 117.60 LF 24 R.C.P.
CL a: lr �' N rn+ zo o w 1500
�,�'`�J• cS �'Ir- �^, w 1.5 EXTRA COVER PIPE
oeaime + r• � Ln
LO Lin�' 'J' _CONST. .17 LF 300 R C.P. 500 D 1.5'0 EXTRA COVER PI c° VERT. long
STRUCTUREz LO Go
65+00 66+0010 X67+00 68+00 x69+00 x'0+00
CONST. 49.63 LF 7
36" R.C.P. - 1500 D
1.5" EXTRA COVER PIPE
z 9
r•
a ao N ul 19 STA. 0+72.65
o C;5 r!, + 36 C.S.P. TEMP. nEl
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C. COLLAR N c�•
Z ly d Z •� END 24 " R.C.P. 9 x �•• �, '�•
W `c$r a� 2 EG. 24 C.S.P.
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300, pe) LAT. A - 4"
LN °C1 8 (SEE SHEET 3) ��v
o a00
to co a
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29 cj
ri W OM C-4 (n am �' rn C.)
z R at
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O 101*
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+ N �� 28
00 w ,�
<N
ci N
4 7
0
02,5 =41.5 c.f.s. Q =3.0 c.f.s. i 025=5.0 c.f.s.
Q2S=S.9 c.f.a. Q25 =9.3 cls.
F141SH SURFACE
OVER CA OF PIPE
N
LO llp
uiz
ri
+ rr'a _ 1 18.4 HGL S-0.0307
/ PROPOSED FINISH SURFACE 18• 25
OVER CA OF PIPE 1770 � 5=0.0279 � ww �� rj!> 1 18:8
•60 / W �• HGL25
3i
W
I
HGL25 Q Q>>
� J• Lj U U
--gap%
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00
D: Zv-
m
ti PROPOSED $ N Zmm
,� o •N N CONST.
8" SEWER
•r `� '�y' 28 CATC BAS1N
CONS 16.01 LF
r% -,C:) o
�s U 18 R. 0P. - 1500 D ,
CONST. 15.96 LF -
++ CONST. 21' CATCH BASIN 18" R.C.P. - 1500 D
CONST. 32.4 LF 18" R.C.P. - 1500 D CONST. 18.19 LF 180 R.C.P. - .1500 D
�U
�w
CONS"'. 9.26 LF 24 R.C.P. aA_r
1500 D LATERAL!A_-Z
rt
M
w
CONST. 360.80 24 R.C.P.- - 1500 D 1.w EXTRA COVER PIP
11A' MM ;=40
L N
M
7'1+00 _.�...�._ X2+00 73+00 X4+00 ...�._. �_ 1+00 0+00 �.....__� 1+00
. .
CONSTRUCTION NOTES:
rol
1
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� 3)
zo
CJ
CURVE DATA
&-CONSTRUCT
C.i
co
DELTA
RADIUS
LENGTH
TANGENT
A
87'54'07"
22.50'
34.52'
21.69'
B
26'42'00"
344.00'
160.31'
81.64'
(C>
17'54'52"
194.00'
60.66'
30.58'
D
17'54'52"
206.00'
64.41'
32.47'
(01
59'30'00"
22.50'
23.37'
12.86'
F 1
45'00'00"
22.50'
17.67'
9.32'
(01
45'00'00"
22.50'
17.67'
9.32'
H
16'43'38"
22.50
6.57'
3.31'
1
20'08'50"
45.00'
15.82'
7.99'
%
A ��►'ice
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5077.
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4
8
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LINE to A" ,S
`36io�
300, pe) LAT. A - 4"
LN °C1 8 (SEE SHEET 3) ��v
o a00
to co a
;5
29 cj
ri W OM C-4 (n am �' rn C.)
z R at
Z cc N N ck / V ±
00
O 101*
+h
+ N �� 28
00 w ,�
<N
ci N
4 7
0
02,5 =41.5 c.f.s. Q =3.0 c.f.s. i 025=5.0 c.f.s.
Q2S=S.9 c.f.a. Q25 =9.3 cls.
F141SH SURFACE
OVER CA OF PIPE
N
LO llp
uiz
ri
+ rr'a _ 1 18.4 HGL S-0.0307
/ PROPOSED FINISH SURFACE 18• 25
OVER CA OF PIPE 1770 � 5=0.0279 � ww �� rj!> 1 18:8
•60 / W �• HGL25
3i
W
I
HGL25 Q Q>>
� J• Lj U U
--gap%
� M
00
D: Zv-
m
ti PROPOSED $ N Zmm
,� o •N N CONST.
8" SEWER
•r `� '�y' 28 CATC BAS1N
CONS 16.01 LF
r% -,C:) o
�s U 18 R. 0P. - 1500 D ,
CONST. 15.96 LF -
++ CONST. 21' CATCH BASIN 18" R.C.P. - 1500 D
CONST. 32.4 LF 18" R.C.P. - 1500 D CONST. 18.19 LF 180 R.C.P. - .1500 D
�U
�w
CONS"'. 9.26 LF 24 R.C.P. aA_r
1500 D LATERAL!A_-Z
rt
M
w
CONST. 360.80 24 R.C.P.- - 1500 D 1.w EXTRA COVER PIP
11A' MM ;=40
L N
M
7'1+00 _.�...�._ X2+00 73+00 X4+00 ...�._. �_ 1+00 0+00 �.....__� 1+00
. .
CONSTRUCTION NOTES:
rol
1
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zo
1D --CONSTRUCT
CJ
&-CONSTRUCT
C.i
co
PLAN 300-1, W=28*
` Q__CONSTRUCT
24" R.C.P., 1500 D.
LINE A
(D -CONSTRUCT
CONCRETE COLLAR PER APWA
STD. PLAN 380-1.
O-CORTRUCT
30 R.C.P., 1,500 D.
VERT.: AS SHOWN
@-CONSTRUCT
LOCAL DEPRESSION PER APWA
STD. PLAN 313-0, CASE A.
O --CONSTRUCT
MANHOLE PER APWA STD.
PLAN 321-0.
&-CONSTRUCT
5' TRANSITION STRUCTURE PER
� U
5) -CONSTRUCT
CATCH BASIN PER APWA
STD. PLAN 300-1, W=7'
9
1D --CONSTRUCT
18" R.C.P., 1500 D.
&-CONSTRUCT
CATCH BASUN PER APWA STD.
PLAN 300-1, W=28*
` Q__CONSTRUCT
24" R.C.P., 1500 D.
LINE A
(D -CONSTRUCT
CONCRETE COLLAR PER APWA
STD. PLAN 380-1.
O-CORTRUCT
30 R.C.P., 1,500 D.
VERT.: AS SHOWN
@-CONSTRUCT
LOCAL DEPRESSION PER APWA
STD. PLAN 313-0, CASE A.
O --CONSTRUCT
MANHOLE PER APWA STD.
PLAN 321-0.
&-CONSTRUCT
5' TRANSITION STRUCTURE PER
APWA STD. PLAN 340-0.
5) -CONSTRUCT
CATCH BASIN PER APWA
STD. PLAN 300-1, W=7'
a -CONSTRUCT
36" TEMP. INLET STRUCTURE PER
DETAIL ON SHFEET 4.
(6D --CONSTRUCT
CATCH BASIN PER APWA
STD. PLAN 300-1, W=10'
0__CONSTRUCT
CONCRETE BLANKET PER APWA
STD. PLAN 225-0.
7a -CONSTRUCT
CATCH BASIN PER APWA
STD. PLAN 300-1, W=21'
&---CONSTRUCT
360 R.C.P., 1500 D.
-2
2 DRIVE
0
4
3
$
0: a: ,r, $ / STA. 0+70.40
Zt PO •'� a END 18 R.C.P.
I + + INSTALL TEMP. PLUG
pi N 0'"-
2
p
lleW LAT. "A- 5" LOT "c"
v' "' `�'' `" m `�' (SEE SHEET 4)
TRACT No. 13750
STA. 0+42.92 E.C.
1 I
3470' STA. 0+20.00 9
2 C L CON C. COLLAR
24
25 C4�O
40
�O
1 M A
fn LTJ
4
f%. N
.
C�
!-- W
cn m
The � Consultin Group
6 Morgan, Suite 100
Irvine, Callfomla 92618'
(714)587-3012 FAX (714)472-3176
PREPARED UN THE SUPERVISION 01
"RECORD URA►W ING'v
AL
CITY
REVISIONS DATE DAP APPROVAL R.C.E. 35275
AWN
GRAPHIC S C ALE
a 40 IN
IN nTT
1 tush s 40 R.
m
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
•
DRAWN BY
STORM DRAIN IMPROVEMENT PLANS
SCALE:
LCS
LINE A
HORI 1' =40•
DESIGNED BY
VERT.: AS SHOWN
SES
TRACT NO. 14573-1
CHECKED BY
DATE.-
ATE:TAP
TAP
PUN AND PROFILE
04/07/97
JOB NO.APPR
97
DR. NO.
SHT. NO.
DATE:
k� CITY ENGINEER R.C.E. 25126
2456
2oiD
•